1
GATE ME 2005
MCQ (Single Correct Answer)
+2
-0.6
A cantilever beam has the square cross section of 10 mm $$ \times $$ 10 mm. It carries a transverse load of 10 N. Considering only the bottom fibres of the beam, the correct representation of the longitudinal variation of the bending stress is GATE ME 2005 Strength of Materials - Pure Bending Question 3 English
A
GATE ME 2005 Strength of Materials - Pure Bending Question 3 English Option 1
B
GATE ME 2005 Strength of Materials - Pure Bending Question 3 English Option 2
C
GATE ME 2005 Strength of Materials - Pure Bending Question 3 English Option 3
D
GATE ME 2005 Strength of Materials - Pure Bending Question 3 English Option 4
2
GATE ME 2005
MCQ (Single Correct Answer)
+2
-0.6
A mass less beam has a loading pattern as shown in figure. The beam is rectangular cross-section with a width of 30 mm and height of 100 mm. GATE ME 2005 Strength of Materials - Pure Bending Question 2 English

The maximum bending moment occurs at

A
Location B
B
2675 mm to the right of A
C
2500 mm to the right of A
D
3325 mm to the right of A
3
GATE ME 2005
MCQ (Single Correct Answer)
+2
-0.6
The two shafts $$AB$$ and $$BC$$, of equal length and diameters $$d$$ and $$2d$$, are made of the same material. They are joined at $$B$$ through a shaft coupling, while the ends $$A$$ and $$C$$ are built-in (cantilevered). A twisting moment $$T$$ is applied to the coupling. If $${T_A}$$ and $${T_C}$$ represent the twisting moments at the ends $$A$$ and $$C,$$ respectively, then GATE ME 2005 Strength of Materials - Torsion Question 9 English
A
$${T_c} = {T_A}$$
B
$${T_c} = 8{T_A}$$
C
$${T_c} = 16{T_A}$$
D
$${T_A} = 16{T_C}$$
4
GATE ME 2005
MCQ (Single Correct Answer)
+1
-0.3
Two identical cantilever beams are supported as shown, with their free ends in contact through a rigid roller. After the load P is applied, the free ends will have GATE ME 2005 Strength of Materials - Deflection of Beams Question 2 English
A
Equal deflections but not equal slopes
B
Equal slopes but not equal deflections
C
Equal slopes as well as equal deflections
D
Neither equal slopes nor equal deflections
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